SCIENTIFIC ABSTRACT FR:MAKARINA-KIBAK, L.Y. TO:MAKARICHEV, V.

• Document Type: CREST
• Collection: Scientific Abstracts
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00513R001031400005-6
• Release Decision: RIF
• Original Classification: U
• Document Page Count: 99
• Document Creation Date: November 2, 2016
• Sequence Number: 5
• Publication Date: December 31, 1967
• Content Type: SCIENTIFIC ABSTR

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ACC NR~ AT5022299
Critical magnetic fielda needed to oppose the depolarizin e ~
lows mare ~ acouraCe; determination of the parameter a, weregfound~t ~Onlyc880~0 taussal-
were,requred in-the. hydrogen bubble chamber to counter the effect of hydr~agen de-
polarization.. Hp~pver, the scatter in the value is quite large. The photographic
emulsion yielded:m!uch smaller scatter but required an application of a ver;~ lar e
magnetic field a~ ,140,00 gauss, The value of a found .in the experiment i~3 4.35 #
. Ql0 4as n~~pare~ ~p tie theoretical ~rralue of 0. X33} ~ This value was obta;tned b
analyxng,;,~r4r ~6;,(~G0 events. A brie; d~,ecwseion is given of the effect oil the ma
netia f`3eld on ~i-e,motion of the eleefiran, Tt i~ shown that the electron t~frection
musfi be me+~urea w~Cth respect to the ~agnetic fi~sld direction after setting; certa3.n
constraintl~ on the s8lection of the angular range. Orig._,art. has: 3 figtmes, 1
table,. ~ f~mmu~,aa.
SUH CODS; 3,8/ SUBM DATE: 00/ ORrG REF: 405/ 0TH REF: 007
nw
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:ACS-FII~i ~j"~'St~2Z299 SOURCE CUD: UR/3136/64r000/6201t-4Q1/~01,1~
At,Pi'HOR: Gw~s ~,~y. ; Maker' ins L. A. ; Nikol'sk~,^_. $.~_..A. � Sako3
Y Ktttakimov ~ ~~'
Sut�kova, I.. .; , S ~; Shasta ov, V. D Dob ~ - ov~~B..__V.;.~__.~
V. ----- . ' 3 ~r-e~~ ~ ~. Yu. _P. ; Akhmanov, _V~`/ ~'
4RG, CGux~vich, I9fakar' ins, Nikol"ski,
y, Sokolov, Surkava, Khalc,fmov, Shestakav~ IAE;
Cl~abretsnv] M...~~ ~Akhmanov~ LYaP OIY'aI
TITLE: Asymmetry of the angular distribution of electrons in the dace � * t ~ ~'
in a magne~ta tial+d of 1,40,000 gauas~~ ~,~r~~ .._~_.. ~ .-~-~.- ~.. u _. e
SOURCEt ~~c,_._ot�,~; I~~etitut atamnoy~ eriexg~'i. Doklady, IAE-620, 19 r~Asin~etriya uglo~
wogs raapr+adehen3lr~~ elektronov p P ~ ~ mug: plus ~ e plus raspgda v magnitr-om ~ ole
napryasheAnost'yu x140 000 gauss, 1-11 P j
TOPIC TAGS� mu me~con, pi meson, positron, bubble chamber, radioactive decaiy
- AHSTRACT� xhe-uniw-ersal Y-A coupling theory appl ed t the determinat I
gu?~er dist~-icbutian caf slsOtro.~s in they reaction ~r~ + ~ .~ + ion of the an-
~ u e is given by
~til-acaz 8d
iri terms-af fihe pzt+ar~eter a. 1n order to obtain a veins of a which d ends cm the
polarization state of the meson, sn exper~rnei~t was performed showin th+s effect
feting the depolax~i~atian of the dense medium through which the meson is movi .co~n-
Card I/2 ~

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- ur~i i_z.-^ -^ - ^ _~c~_
t ~~ _ ~ _
'~ ., - ..
,~~.
T~-e c~e~~i.tY ~f co~zg'lt~rf~+a~4a~t+~~ 4h7~~s~, in t~`ne traces. ,,. slt~1 _ilb~/Ot}Q/{10~1~~P3~~~3
" _.
;. _ .,
'~,.~~f""tie` con~lorri,erat~~ ~~r~cl the cten ty Qf tie daps alnng the traces of 1~ e~ /e~, pairs.
� ,..The ~zndxri~ that`"the-=c~cang~~ =in prc~~~.b~it:"y ~f a ft~re-~p~.t f~rrx~atnr> ~n A~~x ~xains
~;aire ;a~ril~t~table to the ge~r~aetx"ic e~'fect are ~ve.ry ~nrali ccint:r~.dicts Wetl's cor~clu-
._ " siQn~-. .- the t~a~e~ r~#';t~he ,1~ parrs ~-.ad eraer~t~s cf ~.5 t 1.10 to ~.2 � IO13 ev; they
were're~xste~~s~ ar< ~~lc ern~zlsls~n p~Ies w~t}~ ~ t~t~i v+~It~me of Ip liters which r~rere
+" > xrad;~ted;~ln the str~to~p}ire, The rn~::rg'~r pf ~: pa~,r-~wa`s det:W rrnined by the f~lectron-
cascarle e~s~r.~:}~-~~p~~t~~um'mEth~ad ~~cpc~uridecl ~i~ '~farfc~lorne~ev et ai., ZhETF, v. 38,
1~~~1,-_33.~ `Th~;.:cle~ns%t~y~ c~~ tlxe'tt~acea was `e~t~-bli&herl fr~rrt ~, vi.sc~a,l dets:rrninai.icn ~f
_ ;~
,tie dettsk~.y cst" c~tinglc}~r~e~rates: ~x 1~1c~hs__x~n~i 1'r~ a z~e~.~i~~erraent of the density of thr~
~ :aloe .the "~rsic~ ~~` a'," a r. ~:n ~ re~.:~ah~~ es~~~etre effect i~ rjlc~tl~ t;he
ma~nx~~de "~f the c11~zi:s~Cxy' ~f th,,e~~ta~glr~r~~e,rates ~ hizt r-~t ~~~.. that. of the gaps.. 'phis zs
a~txiiattetl:ta ~,r~~iz~' i~,~.~~;~.pa~ bet.zvc~e~ gr~itxst ux~ti~ fi:he'ditstanc~e has att~~in~:d a value
F ~omp,~r~xb'l;~ tc~ the s~ia~xiiter.+af ~ ~ens~~,sed ~x~aX~, aw 0,b�; thez~e is i~ca cc~rr~i~~.;rat~~e
. , gx~~~r~h ~~ tits si~~ ~~ ~~e gapst tiY~xl,1's anec~nsxste~i results aye ~ttrila.~t~:~i tc~ a poss-
I ib~e ~~u~~tex,,~~at~tli~~ ~~: ~'el~a ~~~~~ r ~ .~l~.t~ ~cf, ; Cirri 4~ ~~~ l~, 1~~~5~ ~ ~~~ ~ ~ ~~,4tzve to
I~ the ef�e~t of pair, ret;e~rxilaitiafix~n ~~t.the:=:pir~~s.laillEy rr~_ the. ,C1~.~-in~ ~a:f ,~~;~~~~ ~,~�~~:~i�~s~
~'i i - ,
'' ~ `Sl~er~ are `1~: fl.~~~r~: amp ~ r~f~~en~~ ~~ ~~~~t ~h~~ .~" r~g3 ~st~~~an~~g~b} ,
- ~ .~ ", "
I. .r"~~~C~.~I~~9~ ~~~~t~~~Y~t~~~r~~~ ~,~~a~g~ irrt. f."~;~~~c:~~.~t~~~,~ {~~~tit~~�~ ~; ~~_ _~~;~~;~.
~':.tl:~"tt~y zTYlfi't1:~ ~�~~T'~~'ti#~~~v"3: }~f r~4~f~~`1`~: r � `F ,'{~ a , ~'.`~~
hard, 2~~ _ .. ;, "
,. _
_ ,
~~, ~,,~ ,~~ t~n~~s the. ianzzatian iris;
this ge~r~nt~ic.e~f~~t~r~~~a~~`#i~~t ~nt~~_au~ by ;~. ~e~l~ et a~. {i~, ~~rnento, v. 6,. ~~}57,
ice'
X13 ar~cl~ 143(~~..~'~`~e ~-z~:es~n~ study ~dtl~ce _ tlt~ z~su~t~ of measurements of the densit}+
- _ ;_
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ry
r�
3:1.~1~1
,~/6~rr 60/00/000/o~~/oz7
Electron-�photon showers �o� v~~~ D3o4
rac of 2.0 ~ 30J) f'or energies of up to (5-7)�~Og evo The total
Y
number of pairs formed at depths unt. Next, some details are discussed. The agreement of the
expo>rimental valu+s for Li with that of .Lw (by taking account of
the dependence of the ~.~nges c and tr upon the density and the
tem~-erature) indicates a slight influence of the modification oP
the chemi.eal binding upon the diffusion length on the occasion oP
transition from water to ice, ; L 0.1 cm~. There is 1 Slavic
reference.
SUBMITTED: February 5, 1857
AVAILAELE: Library of Congres;9
1. ~~~utrun~ - lei f f'u.~ I.an - ,:~r::;ur~mpnt
:1~p1 ; c~~ t;ions
Card ~/2
r. Icy
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AUTHORS
TrTLE;
P~tIODTCAL:
ABSTRACT:
Card 1/2
1 rL
' ,'l`.
Ba.rkov, L.hi, , N;aalc::ar' in, V.K.. , A.ukh't.ri, ~~.N.
g9-7-13,/32
Measuring of the tsiffusioa i,~;ngth crf thF. `i'hFima:i 1~~sts':"',rl;~ ~lr .rr;
(Izmereniye diffuzionroy d~.iny t~~pl.7vykh neaytr~,nav vr~ ~,'c~ia`;
Atl~mn,aya F~nergiya, 1957, Vol. 3, NI. 7, PP� 54-55 (U:~,';;:~)
In an ice prism of 1OQx1QOx13~ em3 thca authors carx~3.cd out
met~aurements of the distribution of the density of the thermal
neut;i�ang rvh~.ch oocur with alow~,ng down of neutrons of a .;b + i3e
Source. The source wa.~ Pitted into the cEntEr of the pr. ism and an
indium foil (by mear:s of which the density of the thermal neutrons
was measured was irradiated at various distances Prom the source
in channels within the risen. (1 r ,
eliminating th~~ influence exercised by the ca,ityQrthcoindi~~o$e of
wa$ irradiated inside ice zodg which wore fitted within the~hanil
nets. The aetivai;ion due to the res,ananec nr_utrung is ini?'initely
sma;11 in the into>rvals R ~ 17 cm because the density of the ~~e_
sor~~.nee neutrang at increasing distance from the sour,;e dec.eases
~p:Ld1y. The activation by the resonance neutrons at :~ 17 an
amounts to only n.1~ of the entire activation of the foil, The
method of tho measurement$ was described already in one of the
autrwrs previous works, The diffusion length for fee at
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r ,. ., rya. %_4/
14(6)
T
AUThORo Mak.arin, S a ~ Engineer
~~ 'E;ration of a Steam Bo~.ler Firecl~?a~~m~loch~ )R,zbl~l e
p
TITLE: (RS~bota parovo~?;o k.otl.a na sl~.~r_tse y

PERIODICAL: Nr 3, pp ~3.~c, (USSR)
Energetike 1959;

BSTRACT: ~c
-t'~e op ~ ~e ,.., -~~C
The author describes ezryo-tion of t,~~ - (~,,~E~,~n-
the Ta razlrog Bo11er F~-ant
(
b
a
y
Boiler, produced
rogskiy hotel' nyy zavod) ; ~rthich ti~~as modified in one
f
r
of the Estonian Sovnarkhozes fora
z_r1combustiblE:
par~s~
l8/
i
ng~
grade shale rubble contain
;r, E ,e stoker
h the I,omshukov-~t~>z.ul typ
=
ii
;
a
It is equipped ~
for layer--burning of shale a~mi
nal steamz~rating],oflJthe
N
.
par-L to the slag chamber o
> r a.n be increased up 1�;0 25
6 tcn/houz and ..
a
r~~m
12
L di
g
.
~
bc-iler i s
ton/hour; f~~rnrzcc~ e.ffir_iency :i::z 7~/~ There is
azzd 1 t,,,~ k,1. c 4
Card 1/1
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2 FA - 1249
' a ~ fasc.3, 33-39 (1956) CAR?J 2
Atomaja Energij ,
r e sourcE~ with an output of -~ 106 neutr�nfi it is true t:~at
Fc~r thQ la 2 ~~ a ~~ .:
~8r4~(r)~lr~ 18r2Q(r)dr ~ 5965 cm g and for thF; fime.ll t~oa~_...
T (1 / 6) ~ 2 the ex re:~5ion
~p 0 ~ cm Finally, ~'
105 neutrona~sec it apps-ies that 5,27 � 4,0'~
~ 4 r dr r2Q(r)dr w~:~n f�und by F3xtrapolati.oii, rrr,ich ain�unts to , x
~ = (1~6) ~ r 4~ ) ~ 2
� 2 and 5,2C + 0,04 cm in the case of the larg7 an~Vaand~E~9,~~~.
5966 + p,0a. cm _
res ectively. Because of the other resoQances of indium at L >y c
me~rrhat too low; the correction is co2-
p
eV the exper_mentally determined i r9 s ~;r 86+0,15 cm2(and 5~48~"C~91~�m
puted to amount to 0,2+0,1 cm Thus, `1,46 ey ~' -
vras found for the large (and smafl~he�thermalsneutronsywas determined by meas-
The density diatri~lution QT(r) o
denant`.t InosuchaaaCoa !~ ��
�! ~ ~, ;; p s wark iM llittioult and of ten non
t o eratin6 otl+Rrts, hunk uF~ at hie working position, ca n ~:�e of as.~letenoe to Y ~ ��
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APPROVED FOR RELEASE. 06/23/11 CIA-RDP86-005138001031400005-6

L ~ 65~-~
;~...~ o0 176
~~: % ~
AC+~ NRs APb 2 mbal
c uee actin, during the rotor free xun are projected on the Iataan ~~ t~~ inx~e.r g~imba3:
tax l
rotatiCn, which cause's a precessiof thezabovertype has a continuous drift of both the
aa~t~. r IL is fond that ~ a Exec yr� ~ ro d~~e not hold its axis in the constant;
Even an .ideal ~a w ~~ ~~ '
~outiNr and inner axe+s.~
ion ins 84ce; it Vitas an. innex-axis drift. C3ri~~, art. has: 1 figure and
posit . P
32 ;Eoxmulas
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~~ ~.~`~~1~~~~~-~......~'~~ - - ~~;~oa5 /oo~~ lama
~w~~ SC-URGE: CQDE: t3R/4146/6.5~00 /
� Makaxik~-nN S._ f..,...
{L,ennpradska,y inetitut
dRG ;~~ enin' xad ng i:,~~~.Av ~~�'~. ;.
~ ',
aviatsionnogo ~axiboxo~gtxoyeniya~ ~,~
a~ ~~.
_~~ a - ifc~sco e~ha ng vaxi~bls kinetic moment and effeet rna~e Centex
TIT' LE � D ~~ift ~ ,~.,;~''.~ ~
and eub~ected to" cod.sl;ant ovexloade
SaUR~E: IYUZo Pr%~-orostroyeniye, v. g, no� 6,
~~;pIG TAGS: gyra-~c:ope ~ gYroacnpe errox
�ABSTRAGT~ Reaction-Mart gyxoa hmving
vax'iabxe Icineti~~ rr~~m~nts of their rotort~ axe
ana~~y~.ed.. Systerr~atilc drifts- of such a free
gyroscope sub~.ectsd ~a constant averloadaff-
area considered: the' ~;Yxo mass center if;
_ Differential
~s1~ by ~ � ,� ~ (yea f~~g:arej � ro a~xs
egfxations of tie mati'an of such a gy
~e~t up, solv+~d, d ~- fo~tnul~ fax the d`ct~e
is,.derivsd. The dri~'ts are due to the f~
thj~t the aerodynamic.-resistance and gx~tction ~
1
APPROVED FOR RELEASE. 06/23/11 CIA-RDP86-005138001031400005-6

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t
' ACCESSION NR: Al'4018999
Sj414b,1b4/007j001/0087/4094
~~ AI,ITHOR: MakarikhLn, S� Y�
TITLE: Theory of single-gyro frame
SOURCE: IVUZ. Priborostroyeniye, v. 7, no. 1, 19b4, 87-94
i
TOPIC TAGS: gyro gyroscope, singly: gyro, gimbal, gyro frame, single a.xi8
gyro
~.I3STRACT: The motion of a single-a:~cie single-gyro frameQT `ed h tithe Earth is
theoretically consid~ared. The system is stabilized by a mat
nonsymmetrical-characteristic amplifier. The right members of the ciiffe:~ential
equations that describe the gyro-system motion are reel and tot he s ~stemmg
moments due to displacement ofa8 ~rn t n'a~~~ ~~Plifier characteristic does
correction. It is fo~~nd that the y y
affect the stability of the gyxo system and its drift around the external gyro-
Card 1 ~2 ' _. ._ ........_ ._.,... ,. _.._... _ _.._..~......._~......,.
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APPROVED FOR RELEASE. 06/23/11 CIA-RDP86-005138001031400005-6

I'~i o~
AUTHORa Maka.rikhin, S, ~~
TITLE: On the character` of motion.
Bence of a displacement cf
fr.ic.tion
Al i r / !,~ ^ ~~ 1 f , ~ ~+ ` J i / (/ / J.
.t ~> .~ ~~ ~ > Q,1
.U c.. ~ .s /
of ~~ gyroscopN in t~~e ~>t�
the center c:f gravity ~,rl'~
PERIODICAL: I~vE:stiya vysshikh uchebrlykh l.avedeniy ~~
yen:~ye o v o 4 9 no Q 6 1961 ~ 9~- ? 0~3
Pribo:~c`u ~ a ~~
others ana ~
~'XT: The author refers to several. previous works by the "~m,~g
TE
states that the :problem is solved. here witYi the aid o Thy
with hoz`i~'or1tal external axis ,
rascape ravit ~ of the '~ c r . ~�-
point" method ~ for. a ~y ~
effect of the displacement of the center of g y IV N~~:~~..}a:
.~ e
reefing me~nente and viscous frir~tion is consideredo D~ Na k`~ i
e DUkla.dy AN SSSR, g1o XXXVIII~ no~ 2~3t 1943).
? 123 ~ no ~, 3 1958) and Td ~ V , B~?-.
(Ref ~ ~ G. a
mov (Ref. 3: Dok.lady AN SSSR~ 61p III no~ 4. and 1';,~l0 ~
� Priborostroyen:iye.; vn 4
Lenin (Ref ~ 4 anal 5 �
' oned for their contr. ibutions in thi zovskc~~ ~ nauc'rln~ Y t k ~~
t
are mend the Orgkomite III mez.hvu y
was recommended by
Card ?/2
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ACAS?/A;.G 1
~~. ~~f~~
A(1"`E.; ~~k�� Mak.rZr ikh i n., a ~_. l �
a~ feet cf ax~.al r~.nd radial c~ie~.ra-"~Ces Orl. Ghe precision of worn
"~~il~~ The' "f rosc;ope
of th;e ~rer� ~ical fl.igh ~ ?Y
lg6i, 21, abstract 7A�197
~P .s + zhu:r~,al, Mekharif.ka, no. 7. +~ a o robl , sovrem.,
PF.~? a.C;G1C'AZ;; Rey ~z ~..,i,~ny,Y
a f~lazhVUZ . nau~;rna-t:ekht~. konferer~ ,.:.iy' p
(-v~ ~c~. �`.i-~ ~~ ~4-611
g~,r�:;kopii`i . Lzr.:irg:rad, 196. ,
'' the a f'f ea : of axial a~:~d radiall. c i earance ..lion l of i ~ s
'nE`XT, 'i,'he ;Problem of
~rhar~ bear:i.ngs of '.:he longl-tudir~.al-le.+~�ral sta~~:i.:l.izer or_~~yPtp~n momenT,s; is
ove g ~tian momer.~t., and d~Y reces-
~~' motion for smal . p
wo~"k (w �:h ar al.l awan.ce for ~t:~ie c orr~~-. ,
c ores :.dared. ~y m1eans of I,agr�ange me~;hods equations ....
m il.ed. It is crown ghat ':.hF' orig:tna~ter~nal mardanyrang as well.
s.i.:~n angl? are cop a s of the i
~-,~-::: axial a_nd radial clearar:ce in tree b�.:aring ~ a'. axis of the ver�~ e.ay
~F>ara~:,o~: ire the bPar'r.:.g of thg~ priru~p +,o that, ~c>;~dltior!~
as ~.~^iv red t~.l c_ ., - .�. _~ or.e in �e Lati on
f' t;he oo~i~i.mum .~c�;;~~rac~y of t.i�~e
f'1 ignt, ~yx+osc.ap~; leadw~ .t,o a ~h.i fTr off, ~t.he d~a ,~
Kar a.m}r~shk in
~y i;he dr_y .~ric:t�~ion moments only. l~~Y e~al~aat,:ion o~
ire `,-,,:~neri~ is g:t_~~~e.,
rAt~>s:;r. a tar's note ~ ~~omp~? ak.a tran:~i.atian
yard 1.~1
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69362
,3r,~a/12~-59-~-9-79157
zhurn.al , i~lashinos~~royeniye, 1959, Nr 19, p 1$l (USSR)
~a~~slation fromo Ret'erativny;l
(~ ~ ~~~ a Z ~ ~) MakarikY~in, S . I .
AUTHOR < .,.r.T .,.; _,:,.:: ,
ti anon of f.t~e Accuracy of Fiteh petectors With (-~rasi-Rad.lal
TTTLEb Tnves g
Proportional Coxxection
r in-.~; aviats, priborostrx, 195$, Nr lg, pp 33 - 49
pE~tT4DICALa Tra Lening ~ ._--.
ut~hor analyzes tha problem on the effect of axial and radial
AH;3TRAG'~~ The a s of the longitudinal-transverse
baeklas,h in the suspension bearing tEalcing into consideration the
q ~-pic stabilizer on ~-ts ac~ric~on within the bearings. Clearances
correctio mn oments and the dry roscope assembly relative to the
shift the center of gravity of the gy
u orta An a,na:lysis of the analytical ~iation~ from therearth
point of s pp
case of a fixed basis ax~.d wig cala~Y ofeth~rdeviceeis obtained if #,here
rotation, shows that utmost roscope and no free p1~Y
is no clearance along the inner axle of the gy
moment in relation to this ax1e~ 9 figures, ~ referenees~
K,G,N.
Card 1/1
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NIKOL'SKIY, V.N. kand. tekhn. nauk; 5PIVAK, P;.Ya.~ kand. tekhn.
nauk; F~A~ULIPd, 1a.i~., inzh.; .~.iAll~, V.~h., inzh.;
I~REYTAPI, V.G., kand. tekhn. nauk; Pi~"XAI{OV, 5.1., land.
t�khn, nauk; USOV, A.L,, ix;zh.; I{OS~IK~N, V.G., hand. tekhn.
nauk; MAJjAVIN, }J. L.' inch. ; PIt' ~I}3UFtG, A.I. ~ inzh. ;
KOCIiESHKOV, V.G. , J.nzh. ; lttlliAtlErIltO, 13. -t. , g1av. rod. ;
I~tOZANOV, N.P., zam. Clav. red.; OI.UJi'I~JYL'V, I.A., rad.;
YUDIPd, Ye.Ya.~ red.; 1dASUl~~UV, V.N., rr:;d.; ISIDOi~OV, V.V.,
red.; MA1SAitICH;~1, V.V., rect.; r'II:II;IPdSfiTKYP1, 13.A., inzh. red.;
[Prefabricated floor- and cc;iling struc;turesJ Poly i pere-
krytiia industrial~noi konstruktsii. Moskva, Gosctroiizdat,
1963. "~1 p. (rill~A 16:12) .
1. Alcadelmiya atroitel'stva i axkhitpktury SSSR. TSentral'rsyy
nauchna~issledovatel'skiy a ekaperimental'no-proyelctnyy in-
stitut ~.ndustrial'r~ykh zhilykh ~. massovy}ch kul'turno-boatykh
zdaniy. 2. Nauchno�-isslaclavatel'skiy i.nstitut stroitel'noy
fiziki jl ograzhdayushchiltih konstruktsi.i (for Niko1'skiy,
Usov). 3. TSentral'nyy nauchno-issledovatel'skiy i eksperimen-
ta1'no-;~royektnyy institut industrial'nykh zhilykh i maeso-
vykh ku~l'turno.-r~ogatylch zdaniy (for Buadae, Baulin, Spivak,
Kreytan,, Koeheshkov). l.~. Vsesoyuzr~}=y nauchno-issledovatel'skiy
institui; novykh stroitel'r~ykh mate~ia~ov Akademii stroitel'-
stva i E~rkhitektury S5SR (for Erenburg).
(Floors) (Ceilings)
APPROVED FOR RELEASE. 06/23/11 CIA-RDP86-005138001031400005-6

VAYNBERG, G.D., inzh.; I'~.ICIIEVSKA~`A, Ye.I., kand. tekhia. nauk;
t9AZAL0V, A.N., inzh,; tGZENFEL'D, A.G., inzhe; l~'ULO1`�III~I,
A.1., doktor tek'ran. nauk; `I';aSLEit, P.A., kand. tEkhr~. nauk;
S~iOLOKiiOV, V.G., a.rkhit, ; I~U13AidiJIJKO, Is,R., I,1av. ~'cd.;
ROZANOV, N.P., ram, g1av, red.; UPdUF�tlYi"U, T.A., x�cd.;
YUDIN, Ye.Ya., red.; NASUT~IOV, V.Ne, red.; ISIDOii.OV, V,V.,
red,; MAKAi~ICHEV, V,V-, red.; yOLUIjNEVA, V.Te, inzhe, red.
[Im~~roving tho duz�t~bilii,y ~~~' ii7~~ur.;t,x�1~.~1. lyu.a.a.t�~ui~~ ~~~iof.':3]
Vo;~rosy po~ry~zheniia dol~;ovechno;;ti inaust.rial'nykYi ~~ovme�-
shchennykh krysh. Moskva, Go.3;:ftroi~.zdat, 1.9E~ti. 4,3 ~~.
(MIRA 17:4)
1. 1~kademiya stx�oitel'stva i arkhitektury SSSR. Nauchno-�
issledovatel'skiy institut organizatsi.i, mekhanizatsii i
tekhnicheskoy pomoshchi stx�oitel'stvu, 2. TSentral'nyy
nauchno-~issledovatel'skiy i proyektno-�ekspe.rin:ental'nyy
institut industrial'nykh, zhilykh i massovykh ku1.'turno~
bytovykh zdaniy Akademii stroitel'stva i arkhitektuxy SSSi~t
(for Vaynberg, Krichevskaya, i~azalov, Rozenfel'd; Folomin).
3. Naucklno--issledovatel'skiy institut ;3troitel'noy fi,ziki
Ak~ademiz. stroit~el'stva ~. arkhitektuxn,~ SSSI~ (for Sholokhov) .
4. Naucr~no~�issledovatel'sk~.y institut betona i zhel.ezoY~e�-
tona Aks~demii stroitel'stva i arkhitek~tuxy SSSIt, Yerovo
(for Teller)
APPROVED FOR RELEASE. 06/23/11 CIA-RDP86-005138001031400005-6

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MAKARICHEV, V. V,, , kand. tekhn. nauk~ red. ; A:L,;EKSANDROVSKIY, S.V. , kand.
"~"'~~ nauk, nauchnyy red.; KUZN~TS~VA, M. N., red. izd-va;
GOL' BEit?G, T.M., tekhn. red.
[Proce+sdings of the Coordinating don:ference on Methods of Labo--
ratory Studies of Defor~lations and Strength of Concrete, Re-
infore+ement and Reinforced Concrete :ElementB]~`radp koa~~ateion-
nogo ~~a~eehchaniia po metodike la~oratornykh isaledovanii defo~r-
matsii i proehnosti betflna, armatury i elementov zhelezobetonnykh
konstruktsii, 1961. Pad red. V. V.Makaricheva. Moskva, Gosstroi-
izdat, 1962. 333 Pa (MIRA 16:2)
1. Koordinatsionnoye soveshchaniye po metodike laboratornykh i~s-
sledovaniy deformatsiy i prochnosti batons, armatury i zholeza~-
betonnykh konstruktsiy, 1961.
(Building materials--fiesting}
APPROVED FOR RELEASE. 06/23/11 CIA-RDP86-005138001031400005-6

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,/,/may"`y f ,/'~ ~()/ Jj~J I ~sr,.x
l
I.M. ~
FftE,NKEL' kand. tekhn. nauk; I�iI1zONOV, S. A., doktox� tel:hn. nauk,
,
prof.; IJA~tAI~OV, A.T., kAnd. takhiz. nauk; ,~ULI~VICII, G.A.,
kand. to},.hn, nauk; Ia~IKHAYLOV, K,V., kand. telrhn. nr~.uk;
MULIN, N.ri.a kand. tekhn. nauk; };~IAYiyUKOV, G.K., kends tel;hr~.
nauk; IS:OtiITEV, tI.A., kand. tekhn.nauk; TESLE~., P.A., k~.nd,
tekhn. nauk; %~~~DIC}~USKIY, G.I., ktl~d. tekh~~, nauk;
VASTL~YI;V, A.P.y kand. tekhn. nauk; LYClDKOVSKIY, IoG., k�nd.
tekbn. nauk; SVETOV, A. A. , kand. tekhn. nauk; C13II~ILI'~ KUV ,
Yu.V., kand, telthn. nauk; BELOBi~OVYY,~',K., inah.; I,LL`Ul'SOV,
V.A., 3.n~h.; DOii~,OP~IYSIAV, N.S.9 arkh4; nE5OV, A.Ye.' doktor
tekhn. nAuk, prof,; LITVE}~, S.L., kand, tekhn. Weak;
PISHCH[K, ri.A. , inzh. ; SKLY AR, B L. , inzh.; POI'OV , A . P. ,
kand. i;ekhn, nauk; P11;K:-~ASUV, K.D., doktor tekhno nauk, prof.;
MILOVArdOV, A.F., )nand. telchn. nauk; TAL' , K.E., kand, tekhn.
nauk; 1-ALATUI~()ll, 13.A., kand. tekhn. nauk; KARTASIiOV, K.I.o,
red.~., r4AK.~tICHEV, V.V.l kand. t ekhn. nauk, red,; YAisUS ~ ,
A.A., _
~lriz~., nauchnyy red.; 13EGA, I3.A., red, izd--va; IdAU;~OVA,
G.D. ~ ~tek~.. red.
[Reinforced concrete products; pregant state and p~�~spects
for development]Zhelezobetonnye konstru.I,ts ii; : a,>toi.f~nie i
perspektivy razvitiia. Pod obshchei redo K.i1.Kartashova i
V.V.I~karicheva. Nfoskva~ Gosstroii2dat, 1962. 2'79 pe
(I~iT12A 1, < $ )
{Continued on nelct card)
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~~pp--~~pp~~~~rr~~ t~ e ~1~1'[12iYAN. A K� kando tekhn.
1.1V1U,lL~Vp N� Yo p kl~nd.o ~+~ktll~�, 17~'l.l~i:~ lli ~ ~ ~ ~ J
nauky A?1TIFOV, ' -. P :~r .lao ~ KOCHESHKGVy V~ G ~ ~ inzh,
I;ISAG{)R, I, A , ; ~_l~n, ; `i:.~~~I'1,r.:V; y ~ r1~ v .ir~2h. ; iVAS1iYGVA,
V.K. a lc~nf~,utekr~~U r~:~ie~? ;3tiK1Jr1t)V,, ;C�~a~ ; in~ho ~ ~'zLIN,
Yu, U., a 11~1Zi1~, i~l~.)'CAtaiJ'd, "~ �.., ~ t;'il EtI,ACI~F;NKt~y i'. Yev ~ k~.nci a
khimo nauk[deceaaed~ v PA;DZKKI3AI'(7Vy V..~'ay inxho 4 i{UH~NENKf~,
B, R. p glavo redo 9 KOZANG~Vy Iv. P.. ~ z+un, glav~ reds ;
ONU~RIYEV, I.A~,, r~dv ~U~IN, ~e�Xa4v red~~ NASONOVq V.N.y
red ~ ; IS IriC~ f~tl~l, V;. V~ v red ., ; i~",AKART ~HEV V y red.1
PpLU$I+IRVA p V ~ I v , r. ed.
[Ways of improving dsaign details for the seams of
exterior wall slabs Puti uluchsheniia konstruktivnykh re-
ahenii stykov panelei rlar�exzhnykb steno Mogkva; TSentr~
biura tekhn~ informatsii ~. nauohno~issl. in~ta organizatsii,
mekhanizatsii i tekhn, porr~oahchi. etrait,P 1962. 78 po
(MIRA lba$)
to TSeritral9 nyy nauohno~-igs:LzdovatRl a akiy i proyektno~
eksperimental' nyy inati$~a~~,. Industrial' nykh zhilykh i mas~- ~~ .:
sovyk:h kul'tux~no-byt,ovykh zdaniy (for TSaplev). 2~ Nauchna-~
iasl~~dovatel'skiy institut batons i. zhelezobetona Al.ademii
atroi,tel' atva. i arkhitektuz�y SS~R, Perbvo (for Mostakov).
3, VQ,esoy~~nyy nauchno~issledovatel�akiy inatitut novykh
atroitel'nykh materialav Akademii t~tmital'atva i erkhitek-
tury SSSR (fo~� Pankratov) .
(Wal1~
APPROVED FOR RELEASE. 06/23/11 CIA-RDP86-005138001031400005-6

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~rr~sxl~V, V.a,_--(continued) cr~ra 2.
MIKH~lyZOV, V.G., l'..and.tekhn.naiik; SSG.ADOV, E.Ye., kand.takhn.r~r~:;
GVOZ~S6~Y, .A.,A., prof., rataenzAnt; MiKHAY~�Y, V.V� prof., retelern-
zt~nt; ~'~a'.PI~I~IdAK, P,I"a,, pr�of.,, rfrtcic~rrzsr~t; :~i1.II3~N, K.,~,, inzh�
~rot~rnx'~y~rnt; ~I~}~[KxN, 1'~,Yo,, inzh,, rzfcnrht~yy rcxl,; KQl'IK, Ii.A,, rr,ct.
izd-vxi; GOI7Y~1CIi~VA, T.V., rsd.izd-vtr; MI+aI)VI~I~;V, I'.~.Ya� t�khri.red.
[HAnd}-ook far dcisi~;nc~ra,] aprf.cvachn:lk pror~ktirov.3hchilcn. i'od olr-
shch�i red, V. ~.Mt~rt~lahsvlr. Monkva, Gof�izd-vo lit-ry po atroi.t.,
erkhit, i stroit.matsrialam, Vo1.5. [Precast reinforced concrete
construction elements] Strornye zhelezabetonnye konstx~.lktsii.
19594 603 p. (MIRE 12:12)
1. Ak~ldemiya stroitel'stva i ~~rkhitEjktury SS5R. NFalzchno-isle:do-
vatelrskiy institut batons i zhalezobetona, Perovo. 2. Deystvitel'-
nyy crtlen Akademii stroitel'stv~~ i ~arkhitekt~try SS:~ (for Mur~lshev,
Gvozde~v, Mikhaylov,V,V~, Pasternak, Shubin). 3. Chien-korreap, ~ke-
demii atroitel'stva i ar~chitsktury iSSR (for htironov, Gusev, !{oakvin,
Kurek~~.
(Precast concr~ste cnnstznrction)
APPROVED FOR RELEASE. 06/23/11 CIA-RDP86-005138001031400005-6

MUkZISHL~Y, V.~,,, prof., doktor tel:hn.nauk; MI1302tOV, S. A., prof., doktor.
tei~.hn~~nauk; hL.:KSAIrDROVSKIY, S.V., band.tekhn.nal~k; TAL', K,3�,
kand, fiekhn.nA~ll:; I~IITRIY V, S.A. , kand, tekhn,n3uk; t~iTLItd, P}.M, ,
knnd.i~cakhn.nalik; SIGALOV, E,Ye., kr~nd.tekhn,nauk; NEMII?OVSICIY,
Ya.M.,, kc~nd.tskhn.nr~Yilc; TA13F.~dKIN, N.L., inzh, [dec�r~>3eda; K~1LS-
~'UHOV, I3, ~S. , kand. tE3khn. Houk; NR~1trD~, 1.I , , inzh. ; k~1tYZ0V, 5.lQ, ,
kand.~wekhn.naiik; FOKIN, K.F., doktor tekhn.nauk; GIJSk:V, N,M.,
prof.,, dntctor tekhn.n~~alilc; YAKOVLEV, ~.I., inzh.; KORENk1V, B.G. -
pro.�, , doktor tekhn. nr~~xls; D:~1:ESHKhVXCH, Yii.V. , inzh. ; MOSKVItd,
V.M, ; LUR' Y~, L.L. , inzh. ; MAKARI CI~F~_y, V�V, ~ kand. tekhn. n~~uk;
~VC1~1dK0, V. A, , inzh. ; VASIL' Y:~~1', H .k', , inzh, ; KOiTYtTKOV:~CIY,
M. G. , }t,~ nd , t c~lthn, n~3~ik; MAGARIK, I .L, , inzh. ; IT-' YA }i.VSI~IY, Yr.~ . A. ,
inzh. ; L,~.~I1~OV, A,I'. , inzh. ; STULOV, T.T. , inzh. ; T~?USOV, L,P,,
inzh.; LYUDKOVS'KIY, I.G,, kt~nd.tekhn.nr~uk; POPOY, A.N., kand.tekhn.
Weak; VINOGI~DOV, N,M., inzh,; USHAKOV, I3,A,, kand.tekhn.nauk;
S'{TERI~;OV, P.M, , inzh. ; TER-OV~IESOV, G.S. , inzh, ; GL.~DKOV, B.l+t, ,
kand.i~okhn.na~ilc; KOS`1ryUC:~INd, C*. V., arkh.; KUREK, I~l,~i.; OSTROV4CIY,
M.V, , kand, tekhn.nauY; P:F:1~~,' a}iTn'Yl~f, Z.I~4, , inch. ; AUKS}~1~;Yid, ]). I. , inzh. ;
(Continued on next card)
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Prineip:les o.f the ealcu.latian of structural elements +~f
blocks of flats constructed af' cellular concrete. {Carat.
2 t, they can be transported by light lorries and assembled
by ordi:naxy cxanes, The joints are runn~.ng along the w~~.ndo~r
apeni~ ;~ and the internal panels are 11.45 m wide and .3.44 m
b.:tgh,~!~he Leningrad Gorstroy project uses internal panels
1, 4 x 2 , 84 m in size) . The fl;~rr construct ion consists of
slabs o,f 1,45 m wide azid 3,6 m long. The maximum discrep-
ancy of the units supported on the walls was proved to be
allowed in. the limits + 2fl mm~, ~'ox mass production bigger
d:tscrep~~noiea are aoce~it~bla a:nd ~.t is suggested that
eccentricities of + 4fl mm can be! allowed, The supported
ends of the panels present con,~i derable jointing problems
as eons iderable compxess~.on coo+~11r8 especially a.n the case
of lar ~e eccentricities which oaf�ten cause failures . The
TsNIPS~I.~~Iy~nC) investigated thesF~ problems on solid and
boll�w ;panels durix.~ 155 {viz. Fig.3 ). The cellular panels
are manufactured in the above factory by the autoclave pro
cess. 'T ~uali,ty oaf the m~.x (aoc~~ardixig to tests on ~.zbes
of ?_OO .m) h~zs ~a ox~~sl~~..r~~ ~~tre;~~t~l cf 3.3~ -~ ~Ot~ k(~cm~`, ~`~x~;
ernal ~.oad-~bear3 _ slabs sh+~uld be made of a 20J giro er
int x~ ~
m~.x than that determined by ca:tcu~.atiaxasg i~.e, the exushing ;,
Card 2/3 strength should be ~.�fl -- 110 kg/cm~ instead of $0 - 90 kgf cm`-
APPROVED FOR RELEASE. 06/23/11 CIA-RDP86-005138001031400005-6

AUTHOR: Makariclae~, V.V. (Gand.Tech`oSci.) 97-~-5/-~-3
~...__..4~._._..,.r_.___.,._ _._..._.._r..
TITLE: Prineip:les of the calculation of structural elements of
blocks of flats constructed of cellular concrete.
(Prints;ipy raz cheta konstruktsiy abornykh zhilykh domov i.z
yacheis�tykh betonov) ,
PERIODICAL: "Be�ton i Zhelezobeton" (Conc;rete and Reinforced Concrete?
ABSTRACT: The B~~ilding Trust Sevuraltya~hstroy, in Berezniki, erecm
ted blo~^ks of flats of frameless panel cellular concrete
constructions. These blocks are prefabricated by means of
autocla,~es of 2 m and 2.b m dia~~eter. This frameless panel
construction uses load-bearing partitions spaced approgi�
r~ately .;; ~6 m apart. The floor slabs rest an these parti-
tions. The external slabs are n.ot load-bearinge T~.e cellu-~
lar concrete for the external walls w~ighs 800 kg/m and
h